HomeMy WebLinkAbout1993-005185 - septic system � i
PEI�MIT
CITY OF ORONO PERMIT TYPE: �
275� Kelley Parkway • P.O. Box 815 Permit Number: �� ���. �{ �����
Orono, Minnesota 55356-0815 S'�'�� -�
(612) 473-7357 Date Issued: �����l�.,�_�:�;
SITE ADDRESS:
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DESCRIPTION:
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FEE SUMMARY: �:5;'::�.'��3
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CONTRACTOR: — r�����i ic.���t. — OWNER:
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APPUCANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE .-�
-EPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type � Fees (check one)
✓ New Construction, Full System $100 . 00 . . . . . . . . . . . . . .
Repair or Replace Existing System $50 . 00. . . . . . . . . . . . .
0. 50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMLNT WITH THIS APPLICATION
p*�##*#*f#�****�***#*ie�***********#******�**�l'*�*�*�*�k***�****�*�**********!c
�TOTE: Applicant must initial alI spaces. Fill in al.l appropriate blanks,
check alI appropriate boxes.
Initial
_j�"� l. I have received a copy of the system design including tne
City of Orono Septic System Approval Cover Sheet.
I�o 2 . I will be installing the following:
A. Tanks: �Precast Concrete �Other Manufacturer
Tank Capacities : 1) ��o-���gal . 2 ) !, ,�� gal. 3 ) f c�r-c gal .
B. Pump Station (if required) � l_�r'->c��.D 5
Pump make & model c��;, � L-� � i i �� (attach pump curve &
literature) ; system design requires �gpm at � feet
of head. High water alarm make & mo el ,�;�" ��� r�a,� ���
Outside electrical work to be completed by �installer
�/electrician other Inside electrical work
must be completed by electrician.
C. Treatment System: � /
Trenches: s.f. v Mound
Depth of rock below pipe " Rock bed dimsnsions 1�'x�/ '
Drop .Boxes Sand bed dimensions �t�'x 71 '
Distribution Box Pressure Dist. Pipe Diam. l�j "
Manifold Pipe Diam. �" "
�. Final Cover/Topsoil to be: i! borrowed from site
(show location on site plan)
� trucked in
*#**********#�f*******��****�**#**********#*******t#**#*#�t*****t**********
mhe undersigned hereby applies to the City of Orono for issuance of a
septic system installation permit, agrees to do all work in strict
accordance with the ordinances of the City and the regulations of the State
of Minnesota, and certifies that all statements made on this application
are comp iete, true and correct.
Signature of Applicant: ��c�E� C��.c•�,, Date: �'.,?L� � S43
:dPCA Certification No. : ��7 � � �
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APPLICATION FOR SEPTIC SYSTEM PERMIT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
*****�t*****�*******#*�**t***t****t****#t*t�******t**##*t*�#**t**#t***t***�
General Instructions:
1. You may aDp� for septic system permits by mail or in person at the
City offices. However, permits will not be mailed out and must be
picked up in person at the City offices.
2. Permits are not valid until you receive a permit card.
3. Work must not begin unless the permit card is available on the job
sit�.
4 . Permits will be issued only to contractors holding a City of Orona
Septic System Installer' s License.
5 . All work must be do .^.e in accordance with the approved septic system
design. Design reports are not considered approved unless accompanied
by the "City of Orono Sept�c System Approval" cover sheet signed by
the City Inspector.
6 . The f ollowing inspections wil.l be required for aIl septic systPms :
a) Pre-installation site inspection to include inspect�r, instal.Ier,
. and general contractor.
b) Tank installation prior to covering.
c) Drainfield trench installation prior to covering. For mounds,
inspection is required after rough-up but prior to sand placement
( sand will be jar tested for silt content) , and again during
pressure distribution piping instal Iation in the rock bed.
d) Final inspection to verify proper final cover depths and to
verify that all pump station (where required) components are
functional and comply with codes.
7. Individual holding MPCA Install.er Certificate shal 1 be present during
install.ation. 24-hour notice is required for a1.1 inspections.
*t**********#*�********t*****t*****x**�******�*********#**�**�**********�**
JOB SITE ADDRE�'s: ��5'r_�G� � �� "� G'.� �r7_�-,:1��
Occupancy Type: Residential 4-�' Commercial Other
Owner' s Name: �,��,f;�,�,' n` j;�,� ���� Phone:
Mailing Address : City: Zip:
Septic Contractor' s Name: �y� �A�t ('�r s f- Bus. Phone:�,�,�- �/�l,��•��1�
Mailing Address: G,�)���� �-Nc;;c���i� � City: (��(�n,�y f Zip: -a.�.����
***#**********#*�#�****f�****:**�*#*******#***�**�**** �**�**t*:**t**#**#**
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CITY OF ORONO Permit # _
-�' , - SBPTIC SYSTF�I+i APPROVAL Fee $
� `�
� -
� �.��:� �� �,. . Entered By
�. 'i �
� � of this . report and is
The General Contractor will be given a copy
responsible for its distrib�uPPROVED DN�ESSn�S SHEE�tiSSA2•TAC�C SYSTEM
DESIGN IS NOT CONSIDERED A� ,
I,OC'.ATION_
� � � �
PHONE:
G�uAr CONTRACTOR:
PHONE:
SEPTIC CONTRACTOR: "
� , � PHONE:
OWNF•R=
� APPROVED (Note Changes Below)
a�CONDITIONALLY APPROVED:
� /�
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Coi�NTs: � S
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[A`G �
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AOTICS TO IASTALLSRS- An�v73 735`�S CaI.Z forDn1115p ctions 24 hoursDin advance ave p�iar
aoproval of the Inspector ( _T zotected
AOTICS TO GBFSRAL CONTR�CTQRS: Primary and alternate drainfield sites MIIST be p
prior to and after system installation to avoid compaction of the natural so11- �ust
TT y r -�*r A.D�S ML'S'= B3 �''�' �'-"-� PTior to buildina site excavatWoi�nn t be1granzed
�.... R�.'�' "'-" gpproval to �our footing..
remain in place until final site gzading. and alternate sites are
uatil the Inspections Department has verified that primary
adequately protected. etc.) is a�-�!OWed
z ment, T�iu
RO VSHICIII.BR TRBFFIC OF AHY lCIND (cars, trucks. earth moving e4 t� construction.
within 20' of tested drainfield si�tns�a a11 adjacent 3.otste Yeu couid be he�d liabZe for
appiies to the 3.ot you are working
damagiag sites on neighboring Iots. S��_
TRAFFIC C8H CBIIS$ SOIZ CO2iPAC2IOP. RSRDSRIHG DRAZ�ISLD SITSS �II
�$IC�R be cause for revocation of buil.ding p��ts.
Evidencs o= traffic oa drainfield sites maY �,ail1 be issued.
Damaged alternate sites must be replaced before a Certificate of Occupancy '
¢>..
1 ���� gy City of Orono
. Date App=oved �
� �'F'' TESTING� INC. Steven B. Schirmers = MPCA Cert. No. 627 ;
,
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 �
�, � I
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October 9, 1992 I
, .
Robin 0'Rourke ; ; , ; ,
S1/2 - NWl/4 - NW1I4 - SW1/4 ; ; ; + � �+
Sec.27, T118, R23 I � , ; �
Co.Rd. 6 ' � ' � '
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Orono, Henn. Co. , MN , � ; � ' �,
; , � . .
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This On-Site Sewaqe Treatment Sy�stem is Defi igned for a Type 1, �hre� t �.
bedroom home in accordance with the Minnesota Pollution Control� , f
Agency Chapter 7080 and local ordinances. , i
�
� The soils on this site are SCS aoi.ls ma��pd - T.,+B - i . I
A seasonally high water table was located at 18" to 34" , (mottled !
soil) . Due to the seasonally high water tabls, a Pressurized� ` � i
Mound System will need to he install�rl. The b�ttom of the roc�c� : � {
bed must be located at least 3 ' above the seas�nally high ' � '
water table. � I
�
The soils at a de th of 12" have a (
p percolation rate averaging : , .
11.4 min/inch and are adequate for treating septic effluent. ; �
• A pumping chamber will need to be installed to lift the effluent to . I :
the treatment area.
� �
The manifold and supply line pipe must have back drainage to the pumping �
chamber. The distribution pipes shall have their ends capped. , Be sure �
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over, just break up the sod, be sure ;
not to over work. • i
I
The power supply and switches must be located outside the manhole and �
pumping chamber in a weather� proof enclosure. A warning device must i
be installed with a light and sound device, this is in case of a pump
failure. Mercury floats are a good method. . �
All neighboring wells are located greater than 100' away from the !
proposed treatment area.
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Keep all heavy equipment off of the proposed treatment area before and I
after construction. The treatment area should be marked off be�ore ; �
construction. This Design is not valid & the System will need �o � ;
be relocated if failure to protect the areas proposed for On-Site i .
Sewage Treatment occurs. ,
�
With '
proper installation and maintenance, this system should have �
no problem in treating septic effluent effectively. . • � .
i.
Nothing other than gray water, (laundry,showers,etc. ) human `! I' `
waste & toilet tissue should be disposed of into the septic tanl�s�. �( �
Garbage disposals are not recommended. Additives must not be used, ; . �
they may cause harmful damage to your septic system. Recommend� ; ' { .; �
to pump your tank every year if you have 1 tank & every 2 years: � , " ��
if you have 2 tanks. ; . � ' � ���
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I 6 Percdalion Tests Scate� �- � ��' '�<1 w Q _
_ x5oi1 Borings A' `' '-?t_`''-� : ��l�z.,-1,\t.�`��y--�lu��lU -�.�.)��4 �'�G :.7
. - -- f ��Bencl: Mork � 1� .�e�.'3 /`_�. Y c L (�.
Note= This system a 10 be constructed to meet ��-��� �''� �. 11�}'i= . Co • A
'' � . � the Mnneso�o Potlution Cormol A g e n c y . ` -�'
Chapter 7080 S Local Ordinance S-P�TEST/NG/NC
- cx��a BY:1�:.�_ _ � S�r,-. --�—
' Note : Check all unde �gzound uti2ities Qote�'°/�5��� PH.6r2-497-3566
;�:. _ _ .
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"'�.A� ��'EC.�1 . . - _ �-r---- .-
" SET- BACKS . �__ t 5� .I. /o` � t5 � �
. �
HOUSE • System must be� - �
' - Tank z�� from property lines � )C - ��1-r� �� c��S�� w�o-��
�'�� ��5�r"'�.`�'' �� from wells .
�'`�L�`�- - o � �-:� from b'd s.'
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• I'�""=;; . � T�eotment ore� _�frorn lokes � = streortu : �
Treotment area � from prcperty lines NOTE=Power supply ond switches must be located in a
Mar�►+c�5 +��n t�." •' ��from we!!s � weather proof encbwre outside the pumping ch�mber ond mcnhole
' • G�AGCFi�c_ ,�,�from bldgs. �
r —, 1=� from trees '� c�. � S01L BORING ELEVATIONS I
i � r ' a 1
zi min. • • � � „ • TH E� � _
z t EL.-��- �(N (o EL �S 4
i �°"S o TH"2 EL.—�.�—
7ank - lyo'- groce= /o �
,� � � T , Tonk i I TH.'3 EL:�.�
0 0 ,onk � i �I �RESSURE DISTRIBIJTICN MOUND SY'STEM ..rH••� `L-GS.�-F
• ,. , L��
. M�r.. l !0 9 . •
Pump�ng TH. 5 EL.—`+y•1-I
1�'cx,l"to4� '�' ti��P 'ri�.1��c.S �>l��A`.L.c�c�} Chomber � El,�l/ATlON ot PROPOSE�J PUM?;fVa
4�ta6����o.pipe . . � • . CyA��BER-9�•S w-wo, �m�-�,3.�
SYSTEM ��S�y -��!0(,'N+� � � _A�o�. .-(u� aF 3��'-.-�oo.o
_ . i i _ �o�.J"�>f T-L.aa� .- 9 Z
TYPE-�, 3 C_Gr�c�JM , A�eroye percolotion rnte !1� min./inch (design.B3 sq.fi treatment area per goi, of daily sewoge f,ow) • �
"�u gol./d�y x.8.1sa.ft./�o�,� sq.:`t.o`treotment oreo +!0%=U]12 sq.ft. (.= IOft.width=y � ft.length of bed areo+side s'ope run�to I x�heigtt= �SL ft.x� 1 ft,lown•area needed)
� Cleon rcck needed- y�,i Q_sq.ft.trea!m�.�t areo x �-_°�.de�th of rock=u3U cu,ft=27=1�_a.yds,(3/4�to 2 I/��dia. ,indudes 2��of rock above pipe?
��5��- C!eansand fill he!cw rocK needed.L�D cu.yds. opprex. , �andyloom backfill�`�cu.yds.opprox., top�i! 6��...�,.a.yd. _A��• Sx�,a�_4���. /.(; ,
Nur,+ber ;,f trnRs rQ+,ired � , Ist`onk�Col. , 2ndt�nkLm2c2gal.minmms R.Js P►.ar+,Q�►.>>..� �-���,3c�,��s_-00 �,00 �.o�o -C� �*oeso�`Fo_� ��g��,a`h,¢ �Qc ��"� c,,,�r, 'K��
R;mYng chombcr ce�ocity- 25% of ��i!y s��o{;e fbw of ��� gol.=.L�v gol.+reserve st�nge of I 5 0�n 1/8:��_gol.+pipe bocJc drou�oge— .
�ROPERTY Or=���� O'2�v���-
. of.�_c,a;./f00Ein.f!.of � �dic. s:Pp1Y Pipe, Iin.ft.nee�edll.CZ, 3�gal.imanifold�gcf./Ip0linftof '?"dia.pipe, lnftneeded2 , z cp(. 5'►,l -r.}w'1y - ���) i�
'-i —-Sw y <,L C.�.7
- #o'a1 ccf ccity ner'e�_..�,_�g_c,�el.(�'�s area for PumP) us� n,.r. �� a�,l.�K,�, ' -�� ��i �z 2 z. `
` � D;stri�,tion �;pe 1.����a. , �;;n.ft, �����a. �`;oraf'�cv�s�«G�Ort Go.g �.
- �::-:p s:_e�h�. �, �.� , , , - C�Fou o r�►� . �}�� � _ �o.
{purr.pa„e ce�_ci!/.1:�g�l. �tyGes/day) _��=� /� ' N f no ��.c-�s���-�a�¢-�,G- � ! a�o.l 1 ►,-„n .S—P TEST/NG / C. �
• • N o+t � 1'l�en ��rstn;cti;.g bed - , t:�is creo s`�oLfd De st�ped No�e� Dis!once from trefl�rnent orea '.o ne;ghborinq wc!15—
. �- �
�..?�� .F=� � Des;gned 6y:�ct ,r �,��. � ;
:o c:ve-t run-off from �nter:ng treGtment orea. '- -! T1,.����. /,�fl + , I
- ---._--_--- _.--- - � Oote ��/�/� , PH. 6;2-497-3566 ,
. . � ' MOUND DE9IGN WORKSHEET I
� • ` ' � (For Flows up to 1200 gpd) �
A. FLOW e��.�a s�:.��.n��a.a.y I
� Estimated " sU gpd (see pages D-7 or I-3,4,5) � -�
or measured — gpd x 1.5 = -- n�� �°� '�°" '!�'P°1° '� �'
�
B. SEPTIC TANK LIQUID VOLUMES � 3 �� 3� � i� �;
:� -10 o a gallons (see pages C-3 or G5) s w �so ` z�e �" '
6 900 3?S ' 3�2 ��.
• 7 1050 600 j 770
C. SOILS (refer to site evaluation) e �ioo bn ; �ae N�.
,� F�rns�� ;
l. Depth to restricting layer= �a -rv a,ta�� inches �u'' b a�" s''°e7�"�c.'""''�'"'.'w" ;
r/ NwnMr ef Mlnrn�l.Iq�Y Liq�Y a+��elq�M
2. Depth of percolation tests = �� inches � � ao•�w ..�+�»a� ( ��
3. PerrnlaHon rate 1� •y mpi � 3;� �� � „�
� .� �
4. Land slope_ �LA-� 9'0 ;��, ;,,� � ,� ,
,
�
D. ROCK LAYER DIMENSIONS � !
1. MulNply flow rate by 0.83 to obtain required area of rock ; �
layer: Daily Flow x 0.83 = , '
��_gpd x 0.83 sq. ft./gpd = 37 3 sq. f t.-t�o`�-�►�o" � i
2. Select width of rock layer(10 feet or less) _ /� ft. ; i
3. Length of rock layer = Area+Width = � !
u �o sq. ft.+ �_f t. _ �-�1 I f t. 'Rock eed � i
r . . . .�."�n^^r�,^'�f
�;� i��.
;';';r�ti'•i ?itir r'r'r''"r tb S10 fb�
. �f�.�•�•�_�•�• •�ti•�•�i7�� `}
E. ROCK VOLUME ;f,#;f�r� t f~{i= :::}:#f:�
F-- Length �
1. Multiply rock area by rock depth to get cubic feet of rock; ' ;
� y�u sq. ft. x�,v s• ft. _�cu. ft. ' '
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; �
430 cu. ft. +27=�_cu. yd. ' i
3. Mutdply cubic yards by 1.4 to get weight of rock in tons; �
�cu. yd. x 1.4 ton/cu. yd. _�tons.
� �
F. ADSORPTION WIDTH ��° '"'
1. Percolation rate in top 12 inches of soil is �.� �lp� Abaorpllon Wldlh Sitln��b�e
2. Select allowable soil loading rate from table on page E-; ��.pa s���e.�. �°a.� ��.�h
•�J� �nd/f� I�eA(MPI) qure fod b R�ak�A yer
t'
3. Calculate adsorption width ratio by dividing rock layer P�►�a�• c�.s.�e .
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�bs s.�e i.io �.00
o.i b s•• r��s.�a•• o.� �.ao
6 ro 13 Sadr Lam 0.79 1.32
1.20 gpd/ft�+ •4�,gpd/fc�= a. G , ieb:+o i.a.m . 0.6o t.eo
�1 ro�! Slh t.onn O.JO 2.10
Ch,eck this value on page E-16. . �o b m `"�,.`;'" o:i; suo
4. Multiply adsorption width ratio by rock layer width to get s�;;�^ �r --- ---
required adsorption width; � ,
a.�� x.L ft = a.b,� ft , ;
. . � �
I ;
. . ,
;
�
' �r
; I
' � (e
� . �., � .uvw�v5wi'� UIKE WIUTH '
' � 1. If la�dslope is 2.9 percent or less,basal width includes both the �
upslope and downslope dike widths, � . �
' ;
� � 2. Calculate minimum mound size based on geometery: ' . � �
a. Determtne depth oE clean sand fill at upslope edge of rock . �
layer: Sep�aration l.n feet + � .
b. Multiply rock layer width by landslope to determ�ne drop !
. , -
in elevation;Slope Di�ference "`"°"" �'' ��` �
��:'�.. .
— x � — �+ 100= — feet ��,T,,.., ::<�;,;.�:..<.�,�,�.:;,:
c. Add depth of clean sand depth of clean sand for � � ° :..:::�;'::>�<°::�{�.:;. : .
�.., .. .c i�w+�,.�+M:.:��::
. separation at upslope edge(2a) to depth of rock layer to �.,M . ��::::�::s::::�;:�::�
�LQ�rM . .` ...:.,.•.5.::•...::'�:.,.
rock depth and the depth of mver to find the total mound t „�,.�,w. '�
hei ght a t u p sl o p e e d g e o f r o c k l a y e r; � �.
'�_ft+ 1 ft+ 1 ft= 3.D feet
d. Enter table on page bottom with landslope and upslope � ; �
dike rado. Select dike mulHplier of_ S,o . . �
e. Multiply dike multiplier by upslope mound he�ght ;
to get upsiope dike width: �.v x s.v = Is� feet �
f. Add the dept�i of slope diEference(2b) to the upslope � � � �
height to get the downslope height ---+--�--- fret �
g. Enter table on page E-18 with landslope and downslope ' � .
dike rallo. Select dike multiplier of �- � � �
h. Muldply dike mulNplier by downslope mound height �
to get downslope dike width: - -x� - -...feet ' !
` � � i. Mininmum mound width is the sum of upslope dike • ' '
width plus rock layer width plus downslope dike width• •:•:{•�:r:��c f ; c�� r..�..��c�s� `
� :t�J't�t tl�/tit tiJ' .Sf.St�I tl 7.Sf J tit Lt J�I 4 V
�S i'? {•r�r..:..�. r: r.. r.r. r.�{�{k
. • - t-+---�..�t= feet R« �a�►i��i� �n.. 'c.eU�:f�tx�'rr�dd��.. { {�
�r� `.T� •r�.�.�•w�.�.�ti r ♦ �l tI Sl
,� • • � S�t�ti;•;ti, »�..{ ... { {• � � � � � �N�hS�:�5 '
S u b t r a c t t h e M i n i m u m w i dt h G.i�rom the Absorpt�on .L�f�;��t� ' {f�{�ft ,
width F.4 to�nd the Additional Downslope requlred for : a �h-1� r .'.
��:
. :�r: '+{ I �f4i; �
Absorphon � • �us•�::•t:•:.ti.::ti��.• :;u•;,i;:t;.:ti;:.•:�ti,t�::.;;�:',�
.. {..t.:..�..t•.t•.f..: ;..{..i..{;:...
{t bi�VYidlh t'♦;{+r)+r)t� iJ�.Upbpe Uilae IM{dd�J,�
�_...--.._ �� � 1 �ltil��i yh
•`= ---ft-=— feet - �:r' 1tJ 1j L:):!Z!y Y N w N�t N y M
�.S�r�ti�y1h\h\Y�ti{4{�:hlti� i�.l�.�{h{ti{ {N{N(h{tifh{
• Sr Sl Sl�T tit SJ�t�'+!�J �t tiT 1l tl tit I�t til�l�f tfZt Lf tt
k. Add the Additional Downslope reqw '• '• �.{h� { { { '•:{ {y��< � cNc c:.t4t.t�c�chc;�c
red for Absorption �t:i:_, :,,;,;,;,�, � ; t��,w��, . , ,
;;�4�.t:t �»t�t,���. �•
to the downslope dike width and recalulate the Total '''°`•'�w�;;.�';��'t:'{u{ � -�- �'{
'+i tr ti:. b.+:�4►r. '�r'tit'b'4'y'V'tir'b'4'b'4'L'V'�:
.,t.,S.,...d.,�.,!•.{ {w;.ta{�.{..�.{.{w{ { { t.�{a{..{{
Mound Width which is is the sum of upslope dike •''ff'''`frs`'�°f�=�'1;",�}'"';'"''`„'`,',`'.`''
��5�• � � 1 ti Mlti�ti� �y�4� � � Sti�h� ��
.:s::'i+r��'�r+r• N '�N�f N�f 1l�f Sl�!tit�t tf
width plus rock layer rvidth plus downslope dike width ''{..�..`'f;{ ,~ ,;�;` �;{;�.{;` �.{.r.
, �
�S ft+_ �a ft + �S ft = � O feet �'—T°'''�°i�-L- ---'+�
1. Total mound length Is the sum of upslope dike width ; ' �
plus rock layer length plus upslope dike width; ' �
/� ft +�_ft+��ft= �Lfeet � ,
. ;
�.� ps :
!:1 �:1 �1 ki 7:1 h1 1:1 �1 � kt !:1 M I
� •
0 7A l0 !.0 LO 7A 1.0 �.0 S.0 l0 7A IA �
1 7.01 lV l.�i l�1 7.SJ ttl �.� 1.7i S.6i RSI fAl
: �.» us s.s� aa �.�� :e� �.�o �.s� sx au i.+o ,
• � �3o as� c� 7.0 �.eu �n �s� ��s s.a s.r t�s �
—� � ��� �.n �.a �.w �.n t�e a.a �.r �.a s.� c.a
s �s� s.00 �.a �.s� �o.n ta �.� . �.ao �.a s.n a.r�
� a.� s.x �.�� r.� ito� � �.n �.es �.a �.n s�i
� a�o s.sc �.a �o� u.» :u �.i: a.�o �.n �.r� s.0
� �.+s a.M w »s� �s.�i zu �.m as� �.a� �.n �.a
� �.0 a�s �.a u.a u.n t� �.M �.0 �.+o �.b �.es
10 �21 lq ,l0A 15dID lJ�7 �.JI t.IK 7.aI 7.1f 1.1! I.N
II /A1 l.11 tl.11 U.t! JO.q 1}b �.f1 !.!> >.61 �.�! 1.�{
fi �M f.M 17l0 ll.q q.7S 7.f1 J.711 . �.I2 �,q 1.�0 IA/
' • � • i
, �
, PUMP SELECTION PROCEDURE �
i '
A. Determtne pump caQuity: �
,
��Gravlty Dtstrtbudon o� �a�►Ta� oR � �oru�o ut�uu. �
1. Minimum suggeeted is 600 gallons per hour(10 gpm)to stay ahead of �,.,��,M„ � �
wate►use rate. � �
2. Maxlmum suggested for delivery to a drop box of a home system is 2,700 �.�T;�i.,��' .I
' ,' '. `f a.N.�11.h�rk(«bu .
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ��;'�w�,sw�.,,.► '�.�',.,.,���,,..,,.,,,,.. ,
Preuure Diatr[butlon r�"' w"w"""'"""' I
3. a. Select number oE perforated laterals 3 , y: � � �:•�w� �
� . ... : .,�,,,.. 1
b. Setect perforaHon spacing: �, ft. ,�k..:...�. . . r«�:wi.�'�...M..�
c. Sub ct 2 ft.from the rock layer length. ��; c�..w�.,., M��.�.«u�.,r i
���-2 f�•�ft. �:._�.,. .�:�.,... � I
� �i����� '
d. Determine the number of spaces between perforations. � �
Length perf.spacing=�ft.+,�ft._�'S spaces TABLH OF PBRFORATION D19CtURCis'4 W CPM �
e. �_spaces+i=��.L,perforations/lateral , y
' f. MulHply perforadons per lateral by number of laterals to .tk.d Pedor.ebn d�.akea p„chesl �
�et total number of perforations. ,
�, x-�_�,perforations. ��' ���� f
� • �.a o.s6 oaT-
g. �? x .�l• s��m, 1 S 0.69 �0.90 i
�T tP� M 2.Ob O.eO 1.01 �
' . 2s o.e9 �.» �
SELEC'FED PUMP CAPACITY 31 m 3.0 0.90 . 1.28
8P �.o t.ta t.��
5A 1.26 1b5
B.Determtne head requlrements: au.e�.o toot ot he�a ta re.wn,wt sy.�em.. i
l. Elevadon difference between pu p and point of discharge. ���,p����d for other atablbhmenb
`.�.: �feet ,
:2. lf pumping to a preasure distribution system,add five feet for pressure � �
required at mani�old �
• � feet � ' I
,3. FricHon Ioss � I�pe La+��h . �
I a. Enter frlcHon loss table with gpm and pipe diameter. Point of Di�char6
' Read friction loss in feet per 100 feet trom table. /v! ;
' F.4 s �•(o ft./100 ft of P�Pe . 4ev�tion DiRerence I
b. Determine total pipe length from pump to discharge � p„�, 93 !
, P .
poin� Add 25 percent to pipe length for fitting . ;
loss,or uae a fitNng loss chart� Equivalent pipe F-18b '
! length-1.25 Hmes pipe len�th= 1.S inch 2.0 inch 3.0 inch �
� (4 t7 x 1.25= 17S feet 6pm rtw��r..�oon�t�. �
: c. Calculate total friction loss by multiplying �
' frictlon loae in ft/]00 ft by equivalent pipe length. 12 0.9�6 � 0.28 � .
, j Total f�icdon loss s • le x t� � +.100=��feet 14 1.28 0.38 �
� 4. Total head required is the sum of elevation difference, 16 1.63 0.48 ' �
: � speclal head requirements,and total fricdon loss. 20 2.47 0.73 O.0
! 2S 3.73 1.11 0.16 i
�I 4� + � +�_ �0.- -S.?3--- .53� O.Z3 �
(i) (2) (3c) 33 7.90 2.06 0.30 ,
! 40 11.0T 2.64. 0.39 �
` 4S 14.73 3.28� 0.48 � �
� TOTAL HEAD / b feet SO • 3.99� O.SB '
� • SS �.76, 0.70 ;
' � 60 5.60; 0.82
C. Pwnp selection � �
��Z. A pump must be selected to deliver at least 3 L gpm (Step A) �. �
.with at least„[,�feet of total head (Step B).
. :'
. . �
. ,
L-13 , �
�•CEATI�ICATION N OU627 Loqs of Soil l3orin�c_a !
� Location or� projectRobin O' Rourke.Sl/2-NW1/4-NV�1/4-SW1/4,Sec.27,T118,R23,Co Rd6
Borings made by 5-p TestinQ, Inc. Steve Schirmers Date orono ;
, —�a—Ta '
Classifiction Systems AASHU = USDA-SCS X j Unified ; Other � � . �
Auger used (check two) : Hand X , or Pawer , Flight , or Bucket X ;
�
Depth, Boring number_ � Depth, 8oring number � ' 2 j
in in
feet Surface elevation feet Surface elevation � !
���. � o - � � �
Topsoil dark brown Topsoil dark� brown • ��
0 - 10" Toam 0 - 10" �oam �
• •1-� Brown clay loam 1 Brown cla loam � �
Y { �
10" - 1' 10"-MOTTLED . �
' ? -•' 1' 10" 2 - 10"� - 2' 2!'-MOTTLED 2�' 2
Rusty olive brown , �
Y �
cla loam • Rusty olive rown � i ,
� 3 ' � 3 - clay loam ' � �
1' 10" - 3 ' 4" • � . �
Rusty olive brown
2 ' 2" - 3 ',8" �
4 _ loam q - Rusty olive � brown � '
3 ' 4" �- 4-1/2 ' ' loam � '
S .- 5 - 3 ' 8" - 5 �� � .
� I
�� {.
. 6 _ ' - i .
. 6 , I
i ' �
7 - _ ' ;
. . 7 �� `.
i (
,.
8 •�- 8 - �� !
i� � � ,
� • I ;.
• . { . � ..
! �.
End of boring at a-� /2� feet. End of boring at 5' � . feet. i
Standing water table: Standinq water table: I �
present at feet of depth, present at feet of depth,
� � hours �fter boring. hours after borinq. �
Not present in hole x . Not present in hole X . ;
� Mottled soil: Mottled soil : �
Observed at 1' �0"��et� of depth. Observed at 2' 2" feet of depth. :
Not present in hole . Not present in hole . ;
Comments: Comments:
.. ...
CERTTE'iCATION � 00627 Loqs of Soil Borinas �
' Location or P�roject Rnhin 0' RoLr_kr�. S1/2-NW1/4-NW1/4-SW1/4LSec.27,T118,R23
Borin s made b �-p TestinQ. Inc. Co.Rd.6,Orono �
9 Y Steve Schirmers Date__, �_,,_�,, !
Classifiction System: AASHU ; USDA-SCS X = Unified j Other �
Auger used (check two) : Hand X , or' Power , Flight , or Bucket X �
Depth, Boring number 3 Depth, Boring number 4 I �
in in �
feet Surface elevation 99. 3 feet Surface elevation 95.4 '
'. �--'" 0 - � �
Topsoil dark brown �
loam Topsoil dark� brown !
_ .1 -� 0 - 1� Z�� 1 _ loam .
• 0 - 1-1/2'.
Brown clay loam ' 8"-MOTTLED Dark� gray brow
: 2 :.� 2 _ 1-1/2' - 2' cla loam
. i
1' 2"- 2 ' 10"-MOTTLED 2' 1 " Rusty gray brown
' 3 .� Rusty2� 10" - 3 ' 9"cY� �go$�ow 3 - clay loam '
• i
4 _ Rusty olive brown 4 _ 2' - 4 ' J
loam Rusty 4 '' - 4' 4" gr��amrown :
Rusty gray silty loam ��
3 � 4�� _ 5 ' 4 � 4�� _ 5� i
5 ,- . 5 -
�
, ;
. ;
�
6 '. � , 6 - ;
. . �
� - , 7 - .I
, . �.
8 �' 8 _ ..
�
End of boring at 5 � feet. End of boring at 5 ' feet.
Standing water table: Standing water table: .
present at feet of depth, present at feet of depth, i
� � hours after borinq. hours after boring. '
Not present in hole X . Not present in hole X �
�
� .
�
. • � I
Mottled soil : Mottled soil : .
Observed at 2' �0" Observed at 1' s" feet of de th. '
feet� of depth. P ,
Not present in hole . Not present in hole . i
Comments: • Comments: i
�
• �
. . . . .__.. .�__.- -- - � . f
. i.�-'1J
��ERTrFICATION � 00627 I.ogs of Soil 8orin� �
�Location or Project _ R�hin n'R�urkP_ S1 / -NW1 /d-NW1 /4-GW7 /4 .�p� ��-m11a R��
Co.Rd.6►Orono '
Borings made by S-P Testinq, Inc. Steve Schirmers � Date . �
Classifiction System: AASHU ; USDA-SCS X ; Unified = Other � �
Auger used (check two) : Hand X , or Power� , Flight , or Bucket X �
Depth, Boring number Depth, eoring number 6
in � in
feet Surface clevation feet Surface elevation 95.4 �
� !
� �" Topsoil dark brown � Topsoil dark brown
0 - g�� loam loam
Gray S° _ 1� 2° brown loam 1 _ 0 - 10" �
• 1. " Brown clay loaM ;
'1 P16 TLED 1' 2" - 1' 8"c�� yl�d��iW 10" - 1' 8"-MOTTLED 1' 8"
' � �-- Z ' Rusty olive brown �
� Rusty gray brown � clay loam ; � �
clay loam 1' 8" - 2' 10" !
. 3 - 3 - �
Rusty olive gray �
clay loam '
1� 8�� _ 3 ' 10" i
4 - •
Rusty gray silty 4 2' �0" - 4 ' 4" �
loam Rusty olive brown loam '
3 ' 10" - 5 ' 4� q�� _ 5� , � '
5 .- 5 _
. i
�
. i I
6 - r 6 -
' i
t � • •
I •
7 � 7 � � .
, �
' 1 ,
'
8 '- � 6 - . ; '
+ i
. ,
�
End of boring at 5 � feet. End of boring at_ 5 � feet.
Standing water table: Standing water table: �
present at feet . pf depth, present at feet of depth,
� r hours �fter borinq. hours after borinq. � •
Not present in h�le x . Not present in hole X . �
� � Mottled soil: Mottled soil :
Observed atl-1�2' �eet of depth. Observed at l� gn feet of depth.
Not present in hole . Not present in hole .
Comments: . Comments: ,
. ' , ' CERT.�100627 •
f .. ...
. !'ERCULATION TEST DATA SHFET �
i '
S-P Testin Inc. 10•-3-92 10:45 a'"'' �
Percolation test readings made by g� �n S�art�n e�
�er��i g v.m. �
Testholelocation Robin O'Rourke, Co.Rd.6 1 10-2-92 I
�Hole number �Date hole was prepare� �
Depth of hole botto�• 12 inches,Diameter of hol� 6 �nches • �
�
Soil data from test hole: , •
Depth�inches Soil texture ' 3
i
0 - 10" Topsoil dark brown loam �
10" - 12" Brown clay loam � ,
. I
. 1
i
Method of scratching sidewal� K n i f P I
t
Depth of gravel in bottom of holp 2 �nches 1
� ,
10-2-92 5 :00 pm 12 . I
Date and hour of initial water filling ,Deptfi of initial water filliq�. inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hou� Au t-nma t i r� s i t�hon �
I
,Maximum wnter depth above hole bottom during tes� 6 �nches�
.' ' ' I
T�"� Percolation j
Time interval, Measurement� Drop in water rate� Remarks � �
minutes inches level.inches minutes per (
inch ;
i
' 10• 0 retill 6 j
: 45 11: 15 " 4-1 8 7.3 30 min �
1•57 " 3-7 8 7.8 " " '
. �� 3- 8 7.8 �� „ !
i
�
�
i
�
,
�
�
;
i
i
�
�
i
' , I
I
Pe�oladon rate = 7• 6 minutes per inch. �
� � !
,
� .
i
� , � •CERT.1100627 • �
. PERCOLATION TEST DATA SHEET �
� � � ; .
10-3-92 a.m: �
Percolation test readings made by �—p Tast i ng+ T nc�_ ,p2 �tarting a� 10:4 6 p,m, � •
r�.i J �
Test hole locatio� Robin O'Rourke, Co.Rd.6 Hole number 2 ,Date hole was prepare� ��1�'2'9 2 �
Depth of hole botto�*+ 12 inches�Diameter of holP 6 inches ! . ;
I , '
Soil data from test hole: • 1 . � �
Depth,inches Soil texture � � � •
� I
0 - 10" , Topsoil dark brown loam ' �
10" - 12" Brown clay loam �
�
, (
�
� i
Knife i
Method of sc�atching sidewall ' �
Depth of gravel in bottom of hol� 2 inches � . � ,��_
5 :00 m 12 �
Date and hour of initial water fiUin 10—2—9 2 ,Depth of initial water filling �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hourQ Au tomat iC s iphon �
� �Maximum water depth above hole bottom during tes� 6 �nches
� Time Percolation �
iTime interval, Measurement, Drop in water rate� Remarks �: '
minutes inches level�inches minutes per �
inch +
• 10:30 prefill 6 �
10:46 11 :16 " 3-7/S 7.8 30 min ;_
11: 26 11:56 " 3-9/16 8.4 " " �
�
11: 59 12: 29 " 3-1/2 8.6 " " (
i
,
i
,
Percolation rate = 8 �3 minutes per inch.
. • . • . ,
�CERT. #00627 •
� , .
; -
. QERCOLATION TEST DATA SHEET �
�
� � i
Percolalion test readin s made b S—P Testing, InC. 10:47 �a.m. �
g Y on 1 0—�-9 2 startin a�
— i�.► g P,'n• ,
Test hole location Robin O'Rourke.Co.Rd.6 ,Hole number 3 ,Date hole was prepa� 10—2-9 2 �
Depth of hole botto�++ l Z inches.Diameter of hoi� 6 inchea � � '
' iSoil data from test hole: i
Depth,inches Suil texture ' . �
0 - 12" Toasoil dark brown loam I
�
. I
. �
, ( .
� �
Method of scratching sidewal� Kn i f P �
Depth of gravel in bottom of hole 2 inches �
10-2-925:00 m 12 i V
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches oF water depth in hole for at least 4 hours- Automatie s iphon ,
�
�Maximum water depth above hole bottom during tes� 6 inches�
. , i
Time Percolation ;
Time interval, Measurcment� Drop in water rate. Remarks `
minutes inches level.inches minutes per ;
inch ;
• 6
i
" 3-7 8 3.9 15 min. ?
,
� " 3-5 8 4.1 " n '
„ 3-1 2 4.3 " " �
" 3-1 2 4.3 " " +
i
. i
I
i
i�
iI
i
, I
. '
Pcrcolation rate = 4 -2 �*+inutea per inch.
, �
.. : � • �
,.,,.. ,.. . .. ,.. . . . . . ,
,T, ,..,.,. .._ . _...,,,_ ,
, , .. . ,, Y,�..�, __ ... .., .,.
_ . .
. . ... . . � . . . . . . , .. . . � ,Y�'�. � .. . .
t: • � �
� • ' CERT.#00627
. PERCOLATION TEST DATA SHEET � ;
� � � �
Percolationtestreadingsmadeby S—P TAsting, IriC. o� 10-3-92 atartinga� 10: 49 Pm:. ; .
rJnrc� �
Test hole locatio� Robin O'Rourke,Co.Rd. 6 Hole number 4 ' �Date hole was prepare� 1�-2-9 2 �
Depth of hole botto�*+ 12 inches.Diameter of holP 6 inches j ;
Soil data from test hole: , � �
, �
Depth,inches Suil texture : �
0 - 12" . Topsoil dark brown loam �
Method of scratching sidewall Kni f e ;
� Depth of gravel in bottom of hole 2 inches _' r,
10-2-92 5 :00pm 12 '
Date and hour of initial water fillin� ,DeQti�of initial water�Iling inches above hole bottom �
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie siphon �
.Maximum water depth above hole bottom during tes� 6 �nches f
i
. . +
Time Percolation ±
Time interval, Measurement� Drop in water rate. Remarks �
minutes inches: level,inchea minutes per ;
inch j
i
' Water rem inin in te t hole �
i
10:49 11:19 6 3-1/8 9.6 30 min �
11• 24 11: 54 " " " " " '
�
2:02 12• 32 " " ° " „ :
Percolation rate = 9 • 6 n+inutes per inch. �
�- �CERT. #00627
� � � ,
�. .....
• PERCOLATION TEST DATA SNEET � �
, , _
� i
Percolation test readings made by G—p mPa�i nq' T nt� �� � p_�_q� 4 � a.m.
� ta�ting a� 1_0.S 0 p.m. }
Robin 0'Rourke,Co.Rd. 6 5 !��
Test hole locatio� ,Hole number ,Date hole was prcpa� 10—2—9 2 �
Depth of hole bottory+ 12 inches.Diameter of hol� 6 inches ! �
Soil data from test hole; � � I
i
De th,inches I
P Soil texture � �
; �
0 - 8" � Topsoil dark brown loam ; �
I
8" - 12" Gray brown loani I
' . �
_ �
�
Method of scratching sidewaU Kni f e i
�
Depth of gravel in bottom of hol� 2 inches �
1 `
Date and hour of initial water fiiling 10—2—9 2������al water filling 12 inches above hole bottom �
Method Gsed to maintain at least 12 inches of water depth in hole for at least 4 houts- Automatie siphon � �
;
,Maximum water depth above hole bottom during tes� 6 inches �
Time Percolation '
Time interval. Measunement, Drop in water rate� Remarks ; '
m9nutes � inches level.inches minutes per
inch
• Water rem ining in te t hole �
10: 50 11:20 6 1-1/8 26.7 30 min �
;
11: 2 3 11: 5 3 " �� n �� n �
12:0 3 12: 3 3 " �� �� �� �� !
�
�. .
�
. I
!
� . �
�
Percolation rate = 2 6•� �+inutes per inch. � (
�
�
t
(
, �ERT.�00627 . •
. PERCOLATION TEST DATA SHEET � � .
,
, � i
Percolationteslreadin smadeb S'P Testing, InC. 10-3-92 10:51 a m. �
6 Y o� start'tng a� p. � �
Robin O'Rourke,Co.Rd.6 6 � �'��" � 10-2-92 ;
Test hole locatio� �Hole number �Date hole was prepare� �
I
Depth of hole botto�*+ 12 inches.Diameter of hol� 6 inches �
Soil data from test hole: ' . �
. �
Depth�inches Soil texture � �
'� 0 - 10" � Topsoil dark brown loam i
i 10" - 12" Brown clay loam i
�
;
Method of scratching sidewal� Knif e .
Depth of gravel in bottom of hole 2 inches '
. 10-2-92 5:OOpm 12 � ^
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom ;
Method used to maintain at least 12 inches of water depth in hole for at least 4 hour�Automa tie s iphon
�Maximum water depth above hole bottom during tes� 6 �nches �
. . . �
Time Percolation • ;
Time interval, Measurcment� Drop in water rate� � Remarks = '
minutes inches levei�inchea minutes per
inch i
,
• I
- 12.0 30 min i
" — 12 3 n n i
.
� ,
n ' n o
.
. 1
I • . �
Percolation rete = � �-� minutes per inch.
, . ' , ' . !
!
., � � . �
r•-K � . ,
_\ RE0INOOD. CE�DAq OA ' �
WAtEtt TIGNT Q IOCKA9lE ELECTRIC HOX TREAYEO f�0 T �4 x 4 min) '
PlUGS OR EIECTRIC CONNECTIONS-•— /-�N�IDE��OXRIC CONNECTIONS Ml10E
Z" PVC CONDUIT SCHEUULE 80 J-
MANNOLE COVER CHAINEO � LOCKEO 6�SP,�CE L�OP OF POWER CORO fOR ,
SE�TTLEMENT
SEAI.ED MANNOLE RINGS-• F NA GRA�E �
'"'� � AT IEAST 12' � :
�I� � 9 l0'W GRAOE
,.,� WIRE FROM 1'aMVER SUPF'LY
—�- PIPE IS lA1p ON A UNIFORM SIOPE FROM .
r • • /'� . ��Pr�opEa opainieacK��TREATMENT MEa
SEALED TANK COVER �—IF pIPE AT TANK MUST 8E LOWER TNAN
UNION, '1�0 GET EI.EVATION FOR DRAINOACK�
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITH ANCHOR---�
n�ARM Fl.OAT oN SEPARATE — WEEP HOLE
ELECTRICAL CIRCUIT—•
NOTES� EIECTRICAL WIRE FROM POWER SUPPIY� �
,_,57gRT �VEJ.,S)__.�r, _ _ MUST NOT RUN OVER ANY TANKS 8U1 :
MUST BE LAID 9ESf0E �TIIER TANKS
3"•1 �. ANO MUST 9E PIACED IN CONDUIT '
. AIONG POST •
SHUT_O.EFJ,EV�I._„Q,_ _ __ _ _ EIECTRICAI. CORDS FftOM PUMP ANO �
FlOATS MUSt 9E RUN TFIROUGH '
PUMP CUN1Fi0l. FLOAt• • CONUUIT. WIRF,ri CIINNOT NAVE GROUNO '
CONTACt. �
� 000 '
� . �
• f
Figurc F-x �
I
�
. ' {
METAL � � `.
COVER I ' '
; �
' ;
�,, .,,; r _�.. �r � �o ,�.• .�. , .: ,
�r . ...� �
�� � �.v:,•,.r. ,
i ,�` ' �'`G +, � • .
% �'� � ,.:..;,..,: �
�y:.�,• _ ... __ i
CONCRETE ��,�� .
MANHOLE �
f�ING
ME7HOOS OF SECURING MANHOLE COVER TO PREVENT .
UNAUTHORIZEO ENTRY
Figurc C-14
PERFORATED LpYER OF GEOTEI(T1�E L�P�"�Y 54ND CAP
. '�j�F�._M LATERALS FABRK PERFOROTEp LATER4L '
�.d.• ...•• ... .�,,,,"�— _.._,. • GRASS COVER TOPSOiIs
LOA�A ' '•
SANOY SOtL '.' � ����"r'''~'��`"� :LEew S�wO tll
:,. , ' y i �:;;Js,a F �. . ,.
�• �' •/, I./• t:�.: WAX�btuAA SL�PE---
LAYER OF GEOTEXTILE � /� ' ��G'�r=�� 3 To �
FABRIC OF2 4 INCHES OF ..."'� � :' r��Y ..� J T�'� �cwEo o�t �s �pE 2H RONCNES 4.
HAIr COVERE� BY � �� ! . � �'� p�SKEo suavacE ��s�oW
BUILOING PAPER �� .� , / � �
1�/ OR 2� .t:t�� / .�f.� ' •/ t CRO55 SECTION A-I►
PtP� �ROM PUMP� •`*•:� ` �' �� ' � �
i � i•' � ,
i'� .� .,-�• "` � =' ,�' /
' ' . �!� / P�PE FROM �
3��_21�• �� �r /��,.,�„ ) ;J PUMPtNG C►UIMBER
CIE�AN F�OCK', �'��• � • ,��•.%�,,, } /, � OIVERSION FOR � . , .
6' TOP SOI L� �. /�.• � /� �• SURFACE W4TER = W ' � J � ;
'I Y � i
. •�. •� • r� �r ' ��� r` � O � �
,%� �, ` ��� � �r�—— ---�
�'' I : I�
'4�a+�'�J � � �� / ! i � _ � . �
s.•,� 3 ,"
� af� -PERFOROT£D �
��� � 1 �9•' /� /�x. ' LOTERALS ' � ( .
.�: -�i- '�'�.. r 2... . � : ��
��i S`�'���► � :.%� �':. , ��..�.� • t � ' ��
� PE :.•; ,. ::,.- , . ; ,
� ,. � . �-.,;;�:::jw�� � � .
E4N �r, �.��;`Y''��:`,•;`:::: � � : _ � � z
MD F�t� S�� 35 •���'_:;rr.• . J
8 �41; �,.j. ��`�: BED AREQ � � ; ..! u '
R�KEN ER •:�.., .>:; � ' - �; � �-
UP ' `.�;�.R�..'�. ' � � ; � o -- -
BaRNqT�� �:"�-�.� . , A � W : N W e1
RIER �4Y�R � - _ _ � i z E � : � - m
� � o�o � 1 �
. i _ INCNE ( � '� � r � IkCM .
LAYOUT Of PERFORATEO PIPE LATERALS FDR - � � � � �
, PRESSURE DISTRIBUTI�N IN MOUND .
. ' '_I
� �-'— — —
o�KE----�--�°,�ax--�-.—O�KE
r PERFORaTED PLASTIC PIPE � — —
�/
70?AL WIOTM
\
� SP�'� - .(:� . � .�.
PERFpRATIQNS $PACEO 36� �� �r/QN �
END SI�E�MAY BE�1sF0�TION ` � OR . . � ' ' PLAN VIEW
• VIEW � �ti• j6..
• 2�MANiFOLD p,p pEpFpqAT10N OF A PERFORATED LATERAL
• PIPE �,
� fr�r t�.�r ' '
PERFORATt01Y5 OM BOTTOM OF .
PLASTIC PIPE ' T�� .
90� . .__ . � ��� � j - _-•-.: _ ._..__ . . ::.:: ...� , :• ; . . . .
r S� =a .' ' t��f��/t�/n • :.�M i M�ir�i�kcwwN •
I�LTE�4TE LOcaTtON • .�M ,M;�,.�.,�
� OF PIPE iROM P{lMP)
MMr wn O��Md N�rIrMtWp
' . . - Yw Ir�r Ti�
� END C►P 9p. ,C ':~ .� 11� N 11��•EaM .
,• " . . ED LI�ER �. ��_., . . :•
.;:, .. . ,. . ..
- �� RfpR�r 2 P�PE FtiOM . . :;: cb.�.s..r�.,.r swa�W 1.�"'N
�-------�----------_---� �/ -� -� Pf ---:--------- --�---- -aurwr+a tw�R.-- --� ----•--_•_�.--__-�--.�_�_�___._ . _
� _ . . .
_: ._,....- ---- ----__.. _.. _.
\ ►E�rN. . a�.t sw ►..o.rq s�..N� ,
� r 'H. . F . . .
1
� .
VERTICAL SIDEWALL SEPTIC TANK ; I
/-FiNISHEO GRADE �
, �
- AT LEAS7 • » AT LEAST ;
M 6 T I2 SOI� ..
�^ q O�A• COV R 4 DIA.�
MIN •AT LEAST I" ' ' AT LEAST I" �
.I.. ,� - .' d � �'r '_
• '
—•� 1 �, A OIMENSI N FOR TANKS WIYN VEfiTICAL_SIOES A � I
1NIQL�11j� 24 MINIMUM ._,. �'` '
LENG7N,,,� TO 3 tIMES TNE WIDTH !
OIAME?ER GO'MI_NIMUM � � I
� DEPTH. � 30 MINIMUMi 79' MAXIMUM � �
' - • -•
A 0.2 0 ' I .
•AT IEAST .. �"'—. ._.. «
3 9 6 MINIMUMt 0,2 � MAXIINl1M _ 6 _
C 04 0 '
.—� I
�— •- � -AT LEnST 4 FEET-- -- --•••- �
wo��s: � � :
1. S�ua1NIv1ELSA1lfA.S111NC1iEfMDuuiFtffl 1. 6WNK11EOOVEIIl9�1�ll1ElOCAtE01M�t1�N17N1GRf. .
!. 1�KfX S�IN 1.IIL O�IC Of11�f711F YN�qlCS.!0'l f Atl If 11 E MNM1C1lE e@MII IN MR Nd E�Of 1��llM1I�CE
(IMr.IKR)NM�►l(1CAIfI1YN11Q1{/[EIOf All1NIR 11E[X1'Vf11N�1��EC1�E0101'IEVEf11POC(!li '
wKle. � �rrwNlt�ltslANCEl�flvrt.ENRno0r�0.EtPI'F.AtN1 ,
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onn��aEs�w.���a��tocrvcnoonin�raEr onMn�a�nw��:Nate. �
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oNr�c acanosa�e��N�r ucs�nw��r+s�tia� '
1��2 N K•1 NF.IOG�Ilu�IMrf f N 1��F�AE 1 Ara�tXrtl F 1 �
ON►lf.t. �
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PENCII '
MARKS
6 �
�� �' �?H� E ri � ,.��. Y � '.
,�''� ';
::
IM.ET '' �'SCUM ,,. OUTLET .
�, i: r ti;ti',011T�ET I.EVEI���-'„�` .� Y
• ' • . a
._..=SCUM.CLEAR SPACE-� � �gqN puT TANIt WHEN=
i+ -- " • — �� � 7�C IS 3'OR L.ESS OR
' _�_=– ��• �" � 'B'IS 12�OR IESS
. . � a�t :i: :r. . . . .'''. . �,::� n '
�, '�i, ,:'.�:; �•�':': '� :• 45;.! BLACK COIAR . i
'��i ��j:;.• •• OISTINGUISNES S�U�GE �
� r;���:H;��!.•55: SLVDGE, ,• :'.� '� � IAYf�R FROM 110U1� '
.�.:. :�:
• .. .��.c� � .
a r� ' :..f:�• �Pw ,
, 1D' �
MEASURE SCUM AND SLUDGE ACCUMULATIONS �
1 N THE SEPTIC TANK �
' � . ;
�
✓
DATE TIME
CITY OF ORONO CALLED IN �` �
INSPECTION NOTI SCHEDULED S�`�v 3f3rJ
PERMIT NO. COMPLETED �' ���C�
ADDRESS 3�
OWNER �l CONTR. � �'
TELEPHONE NO.
� DESCRIPTION �L:�/�
� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
y 031NSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 DEMO—FINAL 27 SEPTt 21 COMPLAINT
= 09 PLUMBING RI IC INS . 22 FOLLOW-UP
J 10 PIUMBING FINAL 23 SEPTI INAL
� OWNER/CONTRACTOR TO MEET YOU: YES NO
y COMMENTS: � �'
�
a 'r ` —
o � �
a �
�
° — /'1 0� s � c�
W
�
Q
Z rN� ���
W
�
W
�
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d �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY
0 BEFORECOVERING PERMANENT
�CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor te:
inspector.
White Copyflnspector's File Canary CopylSite Notice
�
DATE TIME
CITY OF ORONO CALLED IN 6 �3D
INSPECTION Ns�TI�S E SCHEDULED -#i������ 3.�
PERMIT NO. ✓�O '� COMPLETED �� �
ADDRESS
OWNER �� // CONTR.
TELEPHONE NO.
� DESCRIPTION 1`�'.K �fY
� Ot FOOTING 11 MECHANICALRI 16WELLTESTPUMP
Q 02 FRAMING 11 MECHANiCAL FINAL 18 EXCAV/GRADING/FILLING
y 031NSULATION 24/25 WOOD BURNEH/FIREPLACE 19 LAKESHOREMIETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
`� 07 DEMO—FINAL 27 SEPTIC MAIN 21 COMPLAINT
= 09 PLUMBING RI C . 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC L
� OWNERICONTRACTOR TO MEET YOU: YES_NO
y COMMENTS: �
�
a L� q
�
J
O
>.
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OwnerlContract o s' : �
Inspector.
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Q 05 FINAL 13 METEF SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
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_ White Copyllnspecto�'s File Canary Copy/Site Notice
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DATE TIME
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= 09 PLUMBING RI 15 SEPTI A'L� 22 FOLLOW-UP
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Call for the next inspection 24 hours in advance.47�73�J7
OwnerlContractor s' :
Inspector.
White Copyllnspector's File Canary CopylSite Notice